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29C-287
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Last modified
6/5/2025 9:37:16 AM
Creation date
6/3/2025 10:51:15 AM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-287
Type - Bridge Supporting Doc
Plan
Name
Temple Creek South Branch - Van Allen Road
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� RCB <br />'e' wire � 'b^ E71 wire V � e' wire � F �'d' wire <br />1" clr / \ 3 1/2 " min <br />Typ <br />> of c Typ <br />e - '" wire <br />'c wire <br />'cwire <br />'e wire \ / Min 2 'a" <br />SI wires typ. <br />"a'wire <br />U 'e" wire <br />Fabric splice <br />Typ <br />TYPICAL SECTI❑N - SPANS 4' THRU 1P' <br />I AASHTO STANDARD SHAPE <br />SPAN ( Ft ) <br />HEIGHT ( Ft ) <br />Maximum earth cover <br />( Ft ) <br />owall <br />onch a Side <br />inch <br />2 <br />Invert <br />T3 <br />"a" <br />Minimum welded <br />"b" <br />wire fabric <br />"c" <br />I <br />Reinf areas <br />"d" <br />( Square inch / IF <br />"e" <br />I <br />"f" <br />1 CIE Cone <br />CY/LF <br />Quantity Reinf <br />LB/LF <br />1 AASHTO STANDARD SHAPE <br />1 SPAN ( Ft ) <br />1 HEIGHT ( Ft ) <br />1 Maximum earth cover ( Ft ) <br />1 Concrete ( inch) <br />Ti T2 Jj <br />"a" <br />Minimum welded <br />"b" <br />wire fabric <br />"c" <br />Reinf areas <br />( Square inch / IF <br />"d" <br />"e" <br />I <br />"f" <br />)K I Cone I CY LF <br />Quantity i Reinf LB/LF <br />)KSee Note 3 <br />Fabric splice Y = wire <br />/ /d' wire <br />'f' wire <br />ii <br />3 1/2 " min <br />y v' Typ <br />U <br />'e' wire <br />-_� <br />a <br />w' <br />_ 'c' � wire <br />ALTERNATIVE <br />DETAILING ❑PTI❑N <br />Tongue end <br />Exterior surface <br />II <br />L <br />3 3/4 " mT[ <br />0 75 T lmax <br />1/2 " min_ <br />2" max <br />TyP See Note 5 <br />�Eaternal sealing band <br />Groove end <br />�-'b' wire <br />V V e' wire <br />'d' wire <br />'a' wire <br />L i <br />Location of resilient <br />type joint material if used <br />END J❑INT DETAIL <br />Width varies - see Table <br />1 <br />Rubber element <br />I - Mastic element <br />1 Protective film <br />I"- <br />element <br />Location of of l�� <br />Exterior surface <br />EXTERNAL SEALING BAND SCHEMATIC <br />M259 <br />4 <br />M273 M259 <br />-- - ---. <br />M273-=--.-_�- _:___--- = M273 <br />_ - <br />2 <br />3 <br />4 5 <br />2 3 4 2 3 4 <br />5 2 <br />5 <br />3 4 5 <br />�--- 4 5 6 3 4 <br />i <br />5 6 <br />10 20 <br />10 20 <br />10 20 <br />10 20 10 20 10 20 10 20 10 20 10 20 <br />10 20 10 20 <br />10 20 10 20 10 120 <br />_ 20 10 20 10 20 10 20 10 <br />10 20 <br />10 <br />10 20 <br />5 5 <br />5 5 <br />5 5 <br />7.5 7.5 7.5 7.5 7.5 7.5 6 6 6 6 6 6 <br />6 6 8 8 <br />8 8 8 8 8 <br />8 <br />_` 7 7 7 7 7 7 7 8 <br />120 <br />8 8 <br />8(20 <br />8 8 8 <br />1 5 5 1 5 5 <br />5 5 <br />5 5 5 5 5 5 1 6 6 6 6 6 6 6 6 6 6 <br />6 6 6 6 61 <br />6 <br />- _8 <br />7 7 7 7 7 7 7 71 7 7 7 <br />7 7 7 7 <br />1 5 5 1 5 5 <br />5 5 <br />6 6 6 6 1 6 6 1 6 6 6 6 6 6 1 6 6 7 7 <br />7 7 7 7 1 7 1 7_ <br />_= 7 7 7 7 7 7 7 7 1 7 7 7 <br />7 7 1 7 7 <br />1.41 .411.43 .43 <br />.45 .45 <br />.29 .29 .31 .31 1 .31 .31 <br />I.38 .38 .41 .41 .42 .421.431.43 .31 .31 <br />.33 .33 .34 .34 1.34 1.34 <br />_ .39 .41 .41 1.42 .42 .42 .42 .36 1.38 .37 .40 <br />.38 .401.38 .39 <br />1.36 .251.32 .27 <br />.32 .35 <br />.14 .23 .15 .28 1.20 .37 <br />.34 .30 .31 .31 .30 .35 1.30 1.43 .18 .27 <br />.16 .30 .19 .35 1.25 1.45 <br />: _ .36 .29 .381 .29 .44 .35 .52 .23 1.36 .25 .39 <br />.29 .44 1.35 .52 <br />1.13 .13 1.13 .13 <br />.13 .18 <br />.13 .13 1.13 .13 1.13 .201.13 .13 .13 .13 .13 .13 1.14 1.23 .13 .13 <br />.13 .131.13 .13 1.14 1.25 <br />== .14 .141.14 1 .14 .14 .17 .291.141.14 .14 .14 <br />.14 .141 ,18 .29 <br />.21 .13 1.22 .13 <br />.23 .13 <br />.15 .13 1.16 .13 1.16 1.13 1.17 .13 .19 .13 .19 .13 1.201.13 .14 .13 <br />.15 .131.16 .13 1.16 1.13 <br />_ .13 .171.13 I .18 .131.18 .13 I .151 .131 .16 .13 <br />.16 .131.16 1.13 <br />13 .13 1.13 .13 <br />.13 .13 <br />.13 .13 1 .13 .13 1.131 .131.13 .13 .13 .13 .13 1.13 <br />1.13 1.13 .13 .13 <br />.13 .13 1.13 1.13 1.13 1.13 <br />-=: - .131.13 1.13 1 .13 .131.13 .13 1.13 1.13 1 .13 .13 <br />.13 .131.131.13 <br />.28 .2B 1 .30 .30 <br />.32 .27 <br />.16 .16 1.lB .18 1.181 .111.25 .25 .2B .28 .291,29 <br />1.29 1.20 .18 .18 <br />.20 .201 .211.21 1.20 1.09 <br />==__ .25 I .271 .271.28 .281.25 .13 1.22 1.24 1.23 1.26 <br />.241.261.201.10 <br />1 .22 <br />.26 <br />.29 <br />.28 <br />.31 <br />.34 <br />.32 <br />.35 <br />.39 <br />.43 .37 <br />.41 <br />145155 <br />.44 <br />.48 <br />�: _ .51 <br />.55 <br />.59 <br />.49 <br />.53 <br />.57 <br />175 <br />.62 <br />188 <br />153 145 <br />56'153 <br />62163 <br />351 40 <br />40148 <br />471 61 <br />561 52I <br />61 158 <br />65167 <br />1 71 183 42147 <br />52 164 <br />621 62 <br />71 72181 <br />78190 <br />90 1110 <br />60172 <br />167181 <br />189 <br />hD8 <br />M259 AND M273 <br />M259 AND M273 <br />M259 AND M273 <br />M259 AND M273 <br />7 <br />8 <br />10 <br />12 <br />10320 10 20 10 20110120 <br />10120 <br />10 <br />20 10 <br />20 11120 <br />10 <br />20I10821 <br />10520 <br />10620 <br />10 20 <br />10820 10020 10120 10620 10720 <br />10120 10920110120 <br />101120 00220 <br />8 8 8 8 B 818 8 <br />8 <br />8 8 <br />8 8 <br />8 8 <br />8 8 <br />8 <br />8 8 10 10 <br />10 10 <br />10 10 <br />10 10 10 10 10 10 12 12 12 <br />12 12 12 12 12112 12 12 12 12 12 <br />.39 .44 .40 .47 .42 AB 1.42 .48 <br />.43 <br />.48 .45 <br />.59 .47 <br />.61 .481.62 .48 <br />.621.49 .61 .45 .71 <br />.46 .74 <br />.46 .75 <br />.47 .76 .47 .75 ,47 .74 .51 .85 .52 <br />.87 .53 .89 .54 .901.54 .90 .54 .89 .53 .88 <br />.31 .42 .30 .43 .30 .47 1.35 .53 <br />.42 <br />.62 .34 <br />.551 .37 <br />.58 .41 1.63 .47 <br />.71 <br />I.55 .82 .45 .67 <br />.47 .70 <br />.50 .74 <br />.55 .81 .62 .90 .71 1.02 .53 .80 .55 <br />.83 .56 .87 .63 .93 1.69 1.01 .77 1.12 .86 1.241 <br />.16 .16 .16 .16 .16 .16 1.16 .1 B <br />.221.35 .16 <br />.16 1.16 <br />.16 .16 1.16 .18 <br />.27 <br />.29 .47 .21 .21 <br />.21 .21 <br />.21 .21 <br />.21 1.21 .27 .40 .40 .60 .25 .25 .25 <br />.25 .25 .25 .25 .25 1.25 .35 .38 .54 .51 .76 1 <br />.15 .13 .16 .13 .16 .13 1.16 .13 <br />.16 1.13 1.16 <br />.13 1 .17 <br />.13 .171.13 .17 <br />.13 1.18 .13 .15 .13 <br />.15 .13 <br />.15 .13 <br />.15 1.13 .15 .13 .15 .13 .15 .13 .15 <br />.13 .16 .13 .16 .131.16 .13 .16 .13 .16 .131 <br />.13 .13 .13 .13 .13 .13 1.13 .13 <br />.131.13 1.13 <br />.13 1 .13 <br />.13 .13 I .13 .13 <br />.13 1 .131.13 .13 .13 <br />.13 .13 <br />.13 .13 <br />.13 <br />.13 .13 .13 .13 .13 .13 .13 <br />.13 .13 .13 .13 .131.13 .13 .13 ,13 .13 .13 1 <br />.23 .28 .24 .31 .26 .32 1.26 .30 <br />.211.13 1.29 <br />.431 .31 <br />.45 .321.46 .30 <br />.35 1 .201.14 .24 .50 <br />.25 .53 <br />.25 .54 <br />.261..55 <br />I.13 <br />.20 .35 .07 .14 .26 .60 .27 <br />.62 .28 .64 .29 .651.29 .55 .16 .35 .02 .12 <br />.59 <br />1 .64 <br />1 .69 <br />.74 <br />.79 1 .69 <br />.74 <br />.79 <br />.84 <br />.89 1.08 <br />1.14 <br />1.20 <br />1.27 <br />1.33 <br />1.39 1.56 <br />1.63 <br />1.70 <br />1.78 <br />1.85 <br />1.93 <br />2.00 <br />771 891821 <br />97 <br />841103 <br />98 11211115 <br />1146 196 425 <br />10611401171149I1311171 <br />15612051331179 <br />�42 a93 <br />4531206 <br />1681227�891294122113041731243�841259�9B <br />1276 <br />2151297 <br />2331328I26513721302T25I <br />STANDARD DRAWING j <br />FILE NO. XS 4-27 DESIGN I- MORAN ICHECXED C.UATELAZNI APPROVAL RECOMMENDED BY <br />DESIGN DETAILS BY R. YEE CHECKED CHA TELAXAr <br />DATE 10/9P <br />SUBMITTED By COTTER <br />ACAD Flli NAME I DRAWER I SHEET NO DRAWN 9Y M1E <br />e•\bridge\w686\XS427 <br />STATE OF <br />CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION <br />I BRIDGE NO. <br />DIVISION OF STRUCTURES <br />STRUCTURE DESIGN I POST MILE <br />Span <br />"min (O-, I -i <br />pt10Ila1 ) <br />Roof - See Note I <br />�- t x�� Ball <br />H <br />m <br />See Nate 2 <br />x T2 <br />_ f1 <br />F Invert <br />SCHEMATIC <br />14' <br />TYp <br />FABRIC SPLICE DETAIL <br />k , <br />�1 <br />rt <br />> . <br />TABLE <br />1 <br />SPAN EXTERNAL SEALING <br />ct ) ` <br />( ft ) BAND WIDTH ( inch ) <br />4 - 6 9 <br />e� <br />I 7-8 11 <br />1 10 - 12 13 <br />i <br />DESIGN BEARING PRESSURE ( TSF ) <br />LT >� <br />COVER <br />SPAN 10' 20' <br />„m & <br />4' thru 8' 1.1 2.0 <br />C <br />10' thru 12' 1.3 2.1 <br />1 r_ <br />NOTES, <br />1. The inside and outside surfaces of the RCB <br />roof shall be marked "TOP'. <br />°j <br />2. H minimum shell equal the wall thickness. <br />H maximum shall be 8' for spans through 8' <br />and 14" for spans over 8'. <br />3. Quantities are approximate and for design <br />purposes only. <br />4. For design and details not shown see <br />' Precast RCB Culvert, Miscellaneous Details" sheet <br />5. For external sealing band applications see <br />'Precast RCB Culvert, Excavation and Backfill <br />Details' sheet. <br />PROJECT ENGINEER BATE <br />j I COUNTY OF SAN JOAQUIN A 5 N 0 T E D I ' (� D E T A I L S <br />PRECAST RCB CULVERT <br />REINFORCEMENT AND DESIGN TABLES <br />]VAN ALLEN ROAD MINOR STRUCTURE W688 REPLACEMENT] Sheet No. <br />ACROSS CDITRAL SAN JOAOUIN WATER CONSEINARON DISTRICT IRRIGARON CANAL1 2 of 4 <br />
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